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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.4 LAccepted-AOC | L1 | Accepted-AOC Award of Contract | |
| 2 | L2₹19.9 L+₹1.1 L (6.03%)Rejected-Finance PLOT NO 76 CIV SOCIETY MUKUND NAGAR AHMEDNAGAR 414001 | AHMEDNAGAR | AHMEDNAGAR | MAHARASHTRA | 414001 | L2 | Rejected-Finance Not Being Lowest | |
| 3 | L3₹20.6 L+₹1.9 L (9.91%)Rejected-Finance | L3 | Rejected-Finance Not Being Lowest | |
| 4 | L4₹21.8 L+₹3.0 L (16.1%)Rejected-Finance | L4 | Rejected-Finance Not Being Lowest | |
| 5 | L5₹21.9 L+₹3.1 L (16.7%)Rejected-Finance | L5 | Rejected-Finance Not Being Lowest |
| Sl No | Description | Qty | Unit | Mahindra Electric Stores L3 | Ms. S.K. ASSOCIATES L1 | BHAVIN INFRA L10 | AZAD SERVICES L9 | Mangesh Murlidhar Darwade L6 | m/s shivam tools and equipment L5 | Avinash B Kullal L8 | HG PATHAN CONSTRUCTION COMPANY L2 | M/s. Shahabad Enterprises L4 | M/s. Nida Group L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n' exc 1.5 m wide and n' exc 1.5 m in depth and n' exc 10 Sq m on plan and getting out in Soft / loose soil all as directed. | 350 | Cum | 200 ₹70,000 | 100 ₹35,000 Lowest | 250 ₹87,500 | 280 ₹98,000 | 160 ₹56,000 | 210 ₹73,500 | 300 ₹1,05,000 | 120 ₹42,000 | 199 ₹69,650 | 250 ₹87,500 |
| 2.00 | .-ditto- all as per serial item No 1 above but in Hard / dense soil | 50 | CUM | 400 ₹20,000 | 120 ₹6,000 Lowest | 270 ₹13,500 | 280 ₹14,000 | 300 ₹15,000 | 230 ₹11,500 | 300 ₹15,000 | 140 ₹7,000 | 199 ₹9,950 | 250 ₹12,500 |
| 3.00 | Returning, filling in excavated material (soil) including spreading, levelling, watering and well ramming in layers not exc 25 cm all as directed. | 320 | CUM | 40 ₹12,800 Lowest | 50 ₹16,000 | 70 ₹22,400 | 200 ₹64,000 | 90 ₹28,800 | 40 ₹12,800 Lowest | 150 ₹48,000 | 40 ₹12,800 Lowest | 90 ₹28,800 | 50 ₹16,000 |
| 4.00 | Removing excavated material to a distance n' exc 50 m and depositing where directed at a level n exc 1.5 m above the starting point all directed. | 80 | CUM | 40 ₹3,200 | 70 ₹5,600 | 70 ₹5,600 | 110 ₹8,800 | 130 ₹10,400 | 100 ₹8,000 | 150 ₹12,000 | 30 ₹2,400 Lowest | 100 ₹8,000 | 120 ₹9,600 |
| 5.00 | Taking up or down GI steel tubing and connections from trenches / walls / floors etc cleaning for re-fixing for following pipe of dia complete all as specified and as directed. 80mm bore | 300 | RM | 50 ₹15,000 | 50 ₹15,000 | 80 ₹24,000 | 25 ₹7,500 | 30 ₹9,000 | 9 ₹2,700 | 20 ₹6,000 | 10 ₹3,000 | 3 ₹900 Lowest | 10 ₹3,000 |
| 6.00 | 50 mm bore | 400 | RM | 40 ₹16,000 | 40 ₹16,000 | 50 ₹20,000 | 25 ₹10,000 | 25 ₹10,000 | 9 ₹3,600 | 15 ₹6,000 | 10 ₹4,000 | 3 ₹1,200 Lowest | 10 ₹4,000 |
| 7.00 | 40 mm bore | 300 | RM | 30 ₹9,000 | 25 ₹7,500 | 40 ₹12,000 | 20 ₹6,000 | 20 ₹6,000 | 14 ₹4,200 | 15 ₹4,500 | 10 ₹3,000 | 3 ₹900 Lowest | 15 ₹4,500 |
| 8.00 | 25 mm bore | 1,000 | RM | 20 ₹20,000 | 20 ₹20,000 | 35 ₹35,000 | 10 ₹10,000 | 15 ₹15,000 | 10 ₹10,000 | 12 ₹12,000 | 10 ₹10,000 | 3 ₹3,000 Lowest | 15 ₹15,000 |
| 9.00 | 20 mm bore | 800 | RM | 20 ₹16,000 | 10 ₹8,000 | 35 ₹28,000 | 5 ₹4,000 | 10 ₹8,000 | 12 ₹9,600 | 10 ₹8,000 | 8 ₹6,400 | 3 ₹2,400 Lowest | 15 ₹12,000 |
| 10.00 | 15 mm bore | 400 | RM | 10 ₹4,000 | 5 ₹2,000 | 30 ₹12,000 | 5 ₹2,000 | 8 ₹3,200 | 12 ₹4,800 | 10 ₹4,000 | 7 ₹2,800 | 3 ₹1,200 Lowest | 15 ₹6,000 |
Tender Value
₹25.7 L
EMD Value
₹52,000
Closing Date
31 Jan 2026, 6:00 pmClosed
Garrison Engineer (North) Ahilyanagar
Military Engineer Services Garrison Engineers (North) Nagar Pathardi Road Ahmednagar Fort Ahilyanagar 414 002
SPECIAL REPAIRS AND REPLACEMENT OF OLD CORRODED GI PIPELINES AND GATE VALVES AT OLD AND NEW RACE COURSE OFFRS MD ACCN UNDER GE (N) AHILYANAGAR
2026_MES_748034_1
8175/E8
Open Tender
Miscellaneous Works
Item Rate
180 days
Garrison Engineer (North) Ahilyanagar
As per NIT
8 documents required · 8 mandatory
₹500
Garrison Engineer (North) Ahilyanagar
₹52,000
Yes
19 Feb 2026
10 Jan 2026
2 Feb 2026
10 Jan 2026
31 Jan 2026
24 Jan 2026
Excavation in trenches n' exc 1.5 m wide and n' exc 1.5 m in depth and n' exc 10 Sq m on plan and getting out in Soft / loose soil all as directed.
.-ditto- all as per serial item No 1 above but in Hard / dense soil
Returning, filling in excavated material (soil) including spreading, levelling, watering and well ramming in layers not exc 25 cm all as directed.
Removing excavated material to a distance n' exc 50 m and depositing where directed at a level n exc 1.5 m above the starting point all directed.
Taking up or down GI steel tubing and connections from trenches / walls / floors etc cleaning for re-fixing for following pipe of dia complete all as specified and as directed. 80mm bore
50 mm bore
40 mm bore
25 mm bore
20 mm bore
15 mm bore
Supply and fix GI pipes, medium grade including necessary fittings such as sockets, elbows, tees, reducers, unions, nipples etc laid in trenches / walls / floors etc for following pipe of dia complete all as specified and as directed. 80mm bore
50mm bore
40mm bore
25mm bore
20mm bore
15 mm bore
Supply and fix gun metal gate valve/brass stop valve, high pressure both ends screwed down with crunch or butterfly handle with suitable size sockets on both ends nipples, unions, etc suitable for following GI pipe of dia complete all as specified and as directed. 50mm
40 mm bore
25 mm bore
20 mm bore
15mm bore
Supply and fix in repairs cast iron sluice valve, Class PN1.6, ISI marked with stainless steel spindle, both ends flanged including rubber gasket, nuts, bolts and washers complete all as specified and as directed for following pipes of dia.80 mm bore
Dismantaling old valve chamber & M & L for Construction of PCC solid block valve chamber including Excavation & earth work described as under complete all as specified for the following internal size as under : (i) 100 mm thick hard core, (ii) PCC foundation 1:4:8 type D2 (using 40 mm graded stone aggergate) (iii) 200 mm thick block masonary graded C-5 built in CM 1:6, (iv)15 mm internal and external plaster in CM 1:4, (v) 3mm thick MS sheet chamber cover and 50 x 50 x 5 mm thick angle iron frame including painting with two coats of synthetic enamel paint over one coat of red oxide primer on all exposed surface including locking arrangments. (a) Internal Dimension 1500 mm x 1200 mm x 1000 mm
S& F in repairs high pressure polythelene float valve with PVC ball suitale for fixing to GI pipe of 25 mm dia all as specified and directed.
S& F in repairs high pressure polythelene float valve with PVC ball suitale for fixing to GI pipe of 20 mm dia all as specified and directed.
S& F in repairs high pressure polythelene float valve with PVC ball suitale for fixing to GI pipe of 15 mm dia all as specified and directed.
Drilling and tapping cast iron / ductile iron water mains, in position, for branch connections of the internal dia 20 to 50 mm all as directed.
Supply and fixing of Reinforced concrete pipes of dia 150mm, class NP2, laid and jointed complete with collars including with cemented joints testing and all as directed by Engr-in-charge.
M&L for Cement concrete in foundations,of Type B2 1:2:4 40mm Stone aggregate in filling and mass concrete for disturbed surface on roads complete all as specified and directed by Engr-in-charge.
An amount of Rs 1,34,080.00 shall be deducted from BOQ on account of schedule of credit
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